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NM-108 over RUNNING WATER DRAW

Map

Coordinates:
+34.49976, -103.05554
34°29'59" N, 103°03'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-108 over RUNNING WATER DRAW
Structure number:000000000005726
Location:7.7 MI N JCT US-60/TEXICO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,907 [as of 2017]
Truck traffic:22% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$283,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory190755.9
August 2016FairFairFairSatisfactory41868.0
August 2015FairFairFairSatisfactory44267.9
August 2014FairFairFairSatisfactory44267.9
August 2013FairSatisfactorySatisfactorySatisfactory43780.2
August 2012FairSatisfactorySatisfactorySatisfactory44480.2
March 2012FairFairFairFair43168.0
March 2011FairFairFairFair201553.2
March 2010FairFairFairFair204953.0
March 2009FairFairFairFair204953.0
March 2008FairFairFairFair208152.9
March 2006FairFairFairFair213452.7
March 2004FairSatisfactorySatisfactorySatisfactory220466.3
March 2002FairSatisfactorySatisfactorySatisfactory97569.4
February 2000FairSatisfactorySatisfactorySatisfactory30379.6
September 1997FairSatisfactorySatisfactorySatisfactory28379.7
October 1995FairGoodSatisfactorySatisfactory27777.4
January 1994FairGoodSatisfactorySatisfactory26773.4
January 1992FairGoodGoodSatisfactory27573.3
January 1990FairSatisfactorySatisfactoryGood20878.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,40001,40000
Deck
Reinforced Concrete Top Flangesq. ft.4,20604,20600
Wearing Surfacessq. ft.3,68003,68000
Substructure
Steel Columneach1801800
Steel Protective Coatingsq. ft.1,12701,12700
Reinforced Concrete Abutmentlinear ft.5605600
Reinforced Concrete Pier Caplinear ft.168016800
Joints
Open Jointlinear ft.132013200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.350035000
Steel Protective Coatingsq. ft.1,31301,31300